高速铁路桥梁-轨道体系检测监测与行车安全研究进展

勾红叶; 刘畅; 班新林; 孟鑫; 蒲黔辉

doi:10.19818/j.cnki.1671-1637.2022.01.001

高速铁路桥梁-轨道体系检测监测与行车安全研究进展

doi: 10.19818/j.cnki.1671-1637.2022.01.001

勾红叶^{1, 2,},
刘畅¹,
班新林³,
孟鑫³,
蒲黔辉¹

1.
西南交通大学土木工程学院，四川成都 610031
2.
西南交通大学高速铁路线路工程教育部重点实验室，四川成都 610031
3.
中国铁道科学研究院集团有限公司，北京 100081

基金项目:

国家自然科学基金项目 52172374

国家自然科学基金项目 51878563

四川省杰出青年科技人才项目 2022JDJQ0016

中国铁道科学研究院集团有限公司科研项目 2021YJ058

详细信息

作者简介:
勾红叶(1983-)，女, 四川绵阳人, 西南交通大学教授, 工学博士, 从事高速铁路桥梁-轨道变形映射与行车安全研究

中图分类号: U24
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- 被引次数: 0
出版历程
- 收稿日期: 2021-10-10
- 刊出日期: 2022-02-25

Research progress of detection, monitoring and running safety of bridge-track system for high-speed railway

1.
School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, Sichuan, China
2.
Key Laboratory of High-Speed Railway Engineering of Ministry of Education, Southwest Jiaotong University, Chengdu 610031, Sichuan, China
3.
China Academy of Railway Sciences Co., Ltd., Beijing 100081, China

Funds:

National Natural Science Foundation of China 52172374

National Natural Science Foundation of China 51878563

Sichuan Outstanding Youth Science and Technology Talent Project 2022JDJQ0016

Project of Science and Technology of China Academy of Railway Sciences Co., Ltd. 2021YJ058

More Information

Author Bio:
GOU Hong-ye(1983-), female, professor, PhD, gouhongye@swjtu.edu.cn

摘要

摘要: 为了提升桥梁-轨道结构服役安全性能，保证复杂环境条件下高速铁路结构适应性和行车安全舒适性，研究了高速铁路桥梁-轨道体系检测监测装备的改进与优化，分析了桥梁-轨道结构服役性能动态演变规律，总结了复杂条件下桥上行车安全评价与预测方法，展望了未来研究重点与方向。研究结果表明：在桥梁-轨道体系检测监测技术方面，现有研究聚焦于传统检测监测装备的优化和智能化技术与损伤识别方法的深度融合，核心目标是提高桥梁-轨道结构检测监测的效率、精度与标准化程度，实现基础设施服役状态的精准评判与预测；在桥梁-轨道空间变形映射关系方面，考虑基础结构各部分交互影响的变形映射模型能够准确描述结构层间界面状态演变引起的轨面几何形态变化趋势、发展规律和频谱特性，但目前尚缺乏对高速铁路桥梁-轨道协同设计和变形智能调控装置的深入研究；结构服役性能演化研究大多基于理想化的弹塑性本构模型，且对于服役性能劣化行为与规律的研究局限在特定服役环境；正在逐步深入开展基于列车-轨道-桥梁动力相互作用理论的长期服役条件下高速铁路桥梁行车安全性研究，建立基于不同指标体系的行车安全评价准则；充分利用桥梁-轨道体系检测监测数据，加强复杂服役环境下桥梁-轨道结构性能演变机制和损伤失效机理研究，信息更新条件下具有高可移植性的行车安全性智能评价与预测新方法是今后重点关注的研究方向。
- 桥梁工程 /
- 高速铁路桥梁-轨道结构体系 /
- 检测监测 /
- 变形映射 /
- 服役性能 /
- 行车安全
Abstract: To promote the safety performance of bridge-track structure and ensure the structural adaptability and running safety of high-speed railway under complex environmental conditions, the improvement and optimization of detection and monitoring equipment of bridge-track system for high-speed railway were introduced, the dynamic evolution rule of bridge-track structure service performance was analyzed, the evaluation and prediction methods of the running safety of high-speed train under complex conditions were summarized, and the future research priorities and directions were prospected. Research results show that in the detection and monitoring technology research of bridge-track system, existing research focuses on the optimization of traditional detection and monitoring equipment and the deep integration of intelligent technology and damage identification method. The core objective is to improve the efficiency, accuracy and standardization of detection and monitoring of bridge-track structure, and realize the accurate evaluation of infrastructure service status. In the research of bridge-track spatial deformation mapping relationship, considering infrastructure interaction deformation mapping model can accurately describe the change trend, development and spectral characteristics of the track geometry caused by the evolution of the interface state between the structural layers, but lack of in-depth study of high-speed railway bridge-track collaborative design and deformation intelligent control device. The study of structural service performance evolution is mostly based on the idealized elastoplastic constitutive model, and the study of service performance degradation behavior is limited to specific service environment. The research on the traffic safety of high-speed railway bridges under long-term service conditions based on train-track-bridge dynamic interaction theory is being carried out step by step, and the traffic safety evaluation criteria based on different index systems are proposed. Making full use of the monitoring data of bridge-track system, strengthening the research on the performance evolution mechanism and damage failure mechanism of bridge-track structure in complex environment, and proposing new intelligent evaluation and prediction methods for the running safety of high-speed train with high portability under the condition of updated information are the research directions of future focus. 1 tab, 8 figs, 171 refs.
- bridge engineering /
- bridge-track structure system of high-speed railway /
- detection and monitoring /
- deformation mapping relationship /
- service performance /
- running safety

HTML全文

图 1 基于差分干涉微波雷达的天兴洲长江大桥拉索检测^[16]

Figure 1. Cable detection of Tianxingzhou Yangtze River Bridge based on differential interferometric microwave radar^[16]

下载: 全尺寸图片幻灯片

图 2 基于光声信号的钢轨表面缺陷检测模型与结果^[32]

Figure 2. Detection model and result of rail surface defect based on photoacoustic signal^[32]

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图 3 钢轨表面缺陷检测^[38]

Figure 3. Detection of rail surface defect^[38]

下载: 全尺寸图片幻灯片

图 4 桥梁附加变形下板底脱空对钢轨变形的影响^[68]

Figure 4. Influence of void under slab on track deformation under additional deformation of bridge^[68]

下载: 全尺寸图片幻灯片

图 5 温度梯度作用下无砟轨道层间离缝发展过程^[89]

Figure 5. Development process of ballastless track delamination under effect of positive temperature gradient^[89]

下载: 全尺寸图片幻灯片

图 6 列车荷载作用下无砟轨道层间离缝演化过程^[89]

Figure 6. Evolution process of ballastless track delamination under impact of train load^[89]

下载: 全尺寸图片幻灯片

图 7 桥墩沉降与列车动力响应间的映射关系^[117]

Figure 7. Mapping relationship between bridge pier settlement and dynamic response of high-speed train^[117]

下载: 全尺寸图片幻灯片

图 8 列车-无砟轨道-桥梁缩尺模型振动台试验^[135]

Figure 8. Shaking table test of vehicle-ballastless track-bridge scale model^[135]

下载: 全尺寸图片幻灯片

表 1 基于桥梁附加变形的多指标桥上行车安全评价准则^[106]

Table 1. Multi-index running safety evaluation criteria based on bridge's additional deformation^[106]

桥梁附加变形评价准则	轨道结构无损伤		层间联结失效(板底脱空)
桥梁附加变形评价准则	映射关系法	参数讨论法
桥墩沉降/mm	22.6	21.7	17.9
梁端转角/10^-4rad	9.2	7.9	5.8
梁体错台/mm	7.8	7.3	6.8
徐变上拱/mm	17.2	16.7	10.9

下载: 导出CSV

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